Opinions questions about using ideCAD Static 7

[HakanŞahin]

Do you mind if we enter a value greater than 25cm for the slab finite element width to make the solution faster when solving with a Semi-Rigid Diaphragm?

No, it's okay ... That value is the largest finite It means that finite element width can be used as much as the maximum entered value in wide areas and smaller finite element width in narrow areas.

 

[proisa]

Do you mind if we enter a value greater than 25cm for the slab finite element width to make the solution faster when solving with a Semi-Rigid Diaphragm?

No you don't mind... That value is the largest finite element width. It means that the finite element width can be used as much as the maximum entered value in wide areas, and smaller finite element widths in narrow areas.

Thank you...

 

[Alper Tolga Döker]

Hello. I just started using idecad. There is one thing I am wondering about. In idecad, can we model by separating the earthquake joint and the structure when the foundation is whole? Or do we have to do this with additional axles? How accurate is the solution when the solution is made with additional axles? thanks in advance

 

[Levent Özpak]

Hello. I've just started using idecad. I have a question I'm curious about. Can we model by separating the earthquake joint and the structure when the foundation is the whole in idecad? or do we have to do this with additional axes? - How accurate will the solution be when the solution is made with additional axes? Thanks in advance

Hello, You can model dilated structures in a single project file. For more detailed information, you can review item 11 in the Frequently Asked Questions Section, link of which is given below.

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[majesty]

I'm going to ask a little question....I can't find the tab to show object information on the mouse... how can I set it... I remember doing it from the General settings tab before, but I can't find it now.. weird..

 

[proisa]

In the attached pictures, the floor connected to the curtain and beam in the long direction at different elevations is connected to the beams in the short direction and above with rigid arms. Although I edited and corrected the slab calculation axles, I could not fix the situation. What should I do?

 

[majesty]

Sir, if it is possible to add the project, I will try to help..:?

 

[Levent Özpak]

I'm going to ask a little question....I can't find the tab to show object information on mouse... how do I set it... I remember doing it from the General settings tab before but I couldn't find it now.. weird..

The option you mentioned was available in version 5. This option has been removed as of version 6. Now the information is always displayed on the mouse.

 

[Levent Özpak]

In the attached pictures, the floor connected to the long side curtain and beam at different elevations is connected to the short direction and the upper beams with rigid arms. Even though I edited and corrected the slab calculation axes, I could not fix the situation. What should I do?

Above beams It may have been entered as the edge of the slab on the lower level. If this is the problem, you can create the slab by drawing a slab edge within a few cm parallel to the relevant beams. If you add your project, we can examine it in more detail.

 

[proisa]

In the attached pictures, the floor connected to the long side curtain and beam at different elevations is connected to the short direction and upper beams with rigid arms. Although I edited and corrected the slab calculation axles, I could not fix the situation. What should I do?

The upper beams may be entered as the edge of the lower floor slab. If this is the problem, you can create the slab by drawing a slab edge within a few centimeters parallel to the relevant beams. If you add your project, we can examine it in more detail.

I deleted the tile and created it again, this is how it was. I'm going to try entering the slab edge from the inside. Thanks...

 

[msami]

have a nice day. I am getting report in static project. Although there is no error on the first page of the report, when I examine the inner pages, I see that there is an error. what is the reason of this. could you give information. Also, is there any chance we can avoid this problem? have a nice day.

 

[Levent Özpak]

Hello, Can you explain what kind of error you are getting and add your project?

 

[msami]

It's not just a case of a project. I often encounter errors usually occur in beam deflection calculation, column-beam joint shear safety calculation, and sometimes beam shear safety calculation. As I mentioned, when I receive the report, there seems to be no errors on the first page, but when I fully review the report, it shows errors in the relevant sections.

 

[majesty]

good day. I'm getting a report in a static project. Although it doesn't give any error on the first page of the report, I see that there is an error when I examine the inner pages. what is the reason. can you give some information. also do we have a chance to avoid this problem? good Good day.

Good afternoon; If you examine the Reinforced Concrete section in your Probable Project, the B error in your columns, as well as the beam-column junction shear safety is not provided... This error is not shown on the first page, you need to examine the content of the report. But still, it is healthy and For detailed information, as Levent said, it would be beneficial for you to cancel your project... Take it easy...

 

[Levent Özpak]

It's not just a project-specific situation. I often encounter it. The errors usually occur in beam deflection calculation, column-beam joint shear safety calculation and sometimes in beam shear safety calculation. as I mentioned, on the first page when I get the report there seems to be no error, but when I examine the report completely, it shows errors in the relevant sections.

Column beam connection Shear safety (B) problem does not appear in the error detection list. However, it can be seen in detail in the Column reinforced concrete dialog and in the Column Beam Joint Shear safety report. Deflection in beams , the interrupt security problem is given in the error detection list. Add one of your projects that you cannot see these warnings to in the forum, let's examine it.

 

[majesty]

It is not unique to a project. I often encounter errors usually occur in beam deflection calculation, column-beam joint shear safety calculation, and sometimes beam shear safety calculation. As I mentioned, when I receive the report, there seems to be no error on the first page, but when I fully examine the report, it shows errors in the relevant sections.

Column beam connection Shear safety (B) problem does not appear in the error detection list. However, it can be seen in detail in the Column reinforced concrete dialog and the Column Beam Joint Shear safety report. Deflection in beams, shear safety problem is given in the error detection list. Add one of your projects that you can't see these warnings to the forum, let's examine it.

Sudden deflections appear as errors on the first page, but there are no errors for total deflections. I don't remember wrong, Mr. Levent...

 

[Levent Özpak]

Sudden deflections appear as errors on the first page, but there are no errors for total deflections, I don't remember wrong, Mr. Levent...

Total deflection problem is also indicated in the fault detection list. If you have a sample project, add it, Let's examine.

 

[msami]

I wonder why it's not showing up for me. shouldn't these errors look like other errors too?

 

[Levent Özpak]

I wonder why I don't see these errors. Shouldn't these errors also appear like other errors

When the project you added is analyzed, there is no problem related to beam deflection and shear safety in the reports. Joint Safety(B) Problem B is also not shown in the error detection list upon the general request of our users.Note: In your project, high ductility level is selected and R=4. R=8 can be taken in structures with high ductile frame.

 

[msami]

this project already has only union security error. but I also encounter the deflection error in the same way. Could it be the request of the users that this error should not appear on the first page like the union security error.